US-150 over CLARKS RUN


+37.62861, -84.74583
37°37'43" N, 84°44'45" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US-150 over CLARKS RUN
Structure number:011B00009N
Old structure number:011*0150*B0009 (from 1992 edition)
Location:.45 MI E OF JCT KY 52
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:27.6 ft. [8.4 m]
Total length:131.9 ft. [40.2 m]
Roadway width between curbs:22.3 ft. [6.8 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1951
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,088 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:77.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$499,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactorySatisfactory308877.4
October 2016FairFairFairSatisfactory310065.3
October 2014FairSatisfactoryFairSatisfactory310066.3
October 2012FairSatisfactoryFairSatisfactory327066.3
October 2010FairFairFairFair323065.3
October 2008FairFairFairFair317065.3
October 2006FairFairFairFair324065.3
October 2004FairSatisfactoryFairFair329766.3
October 2002FairSatisfactorySatisfactorySatisfactory320777.4
October 2000FairSatisfactorySatisfactorySatisfactory320775.4
October 1998GoodGoodGoodGood320775.4
October 1996GoodGoodGoodGood258079.3
October 1994GoodGoodGoodGood250979.5
October 1992GoodGoodGoodGood250979.5
October 1990GoodGoodGoodGood250979.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.66055715880
Reinforced Concrete Top Flangesq. ft.3,9933,91119630
Wearing Surfacessq. ft.2,9268562,07000
Reinforced Concrete Columneach98010
Reinforced Concrete Abutmentlinear ft.112110200
Reinforced Concrete Pile Cap/Footinglinear ft.6464000
Reinforced Concrete Pier Caplinear ft.1205813490
Compression Jointlinear ft.123001203
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2642461620